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w 04/20/00 11:22 0 :01/02 NO:579 <br />^ IBonestroo <br />Rosene <br />vn B Anderlik & <br />\ Associates <br />Engineers & Architects <br />Bonetirpo. Boicnt. Ancf^rilk and Aisocl«t«f. Me. It «fi AfflrmntJv# Acflon/fQujif Opportunity <br />Cmpfoyor und Employee Own«rf <br />PrinciPAlf.’ Otto C: Boncsi'’00 fE • Marvin L Surv.iM Pf • Qcf'i 2 Cook Kt c <br />MoD<!'C Ci. Scnur'itm. PC. • Jttf^ A. Bourdon. P.E. <br />Sonior Contult^nts W 9n%^nc t*k • Joseph C Anocriie nt • n«ch^r j C Tu^nt*r or • <br />Sutan M Ebvrl.rt. C PA <br />Atiocloio #*ln(fpAlt.‘ Mow<»icJ A SenfurO fC • Keicr> A Ou*do«^. ."C • eobr»r P >ri*rrnr^. • <br />Richiifd W. Foster Pf • U^via O Loskota. PE • Booert C f?us:ek. A l A • M.irH A M «n;.*^n. • <br />Mirh.iel 7 llautm.nnn Kh • TcO K PiolJ. PC • Ke»vi«in P AiSOvilun. PC. • M.«rk .V Po2t« Kh • <br />DjviJ a. Banoitrnn f.*,H A • Sidnoy P. Winumion. PC, LS • Agnti V.. Rlr«g, Mfl A • AiMn ftirk vnnii.if pg <br />April 20. 2000 Offices: S* PiMil St Pccheittr ono Wiflmer. MM* MHweukt*. Wf <br />%vwwf)r»nciCfCO C0iT> <br />Mr. Paul Weinberger <br />Zoning Adminisirator/PInnner <br />Cily of Orono <br />Post Office Box 66 <br />Cry.sial Bay. MN 55323 <br />Willow View Subdivision <br />File No. I39GEN-2522 <br />Dear Paul: <br />We have reviewed the grading and uiility plans (dated 4/13/2000) for Ihe proposed 25 lot Willow View <br />subdivisiui). The site is located west of Willow Drive and south of County R<^ 6 in the .souihuust quarter of <br />Section 28. We have the following comment.s in regards to engineering matters <br />1.Sanitary Sewer: The revised sanitiuy .sewer design appears acceptable. At the time of this writing we <br />understand that the sanitary sewer alignment south of the site is subject to change due to easement <br />acquisition problems. The City should review and approve any sewer plan revisions. The sewer service <br />detail should .show the stub at the property line 5-fcet below the existing grade as shown on City Dettil <br />Plato SER-l. <br />2.Water Main: The revised water main design appears acceptable. As stated In our 3/20/2(X)0 comments, <br />wc recommend that prior to constniction the Cities of Orono and Medina complete a study to determine <br />water main si?e requirements through the subdivision. <br />3.Gruding/Stoi-m Sew er: The outlet structure details shown provide 0.5 to 0.7 feet of skimming. Tlie <br />details should be revised to provide a minimum of 1-foot of skimming as shown on City Detail Plate <br />STO-R or STO-8A. Final plans should be submitted to the Minnehaha Creek Watershed District <br />(MCWD) for their review. W'e have attached additional drainage comments from TsmacI Marlines in <br />our water rc.sourcas group. <br />4.Slreets/Tralls/Pli.*. It is still unclear how a driveway to serve Lot 7, Block 1 will impact the wetland on <br />this site. Plans .should identify the proposed dnveway alignment and wetland impacts. The final plat <br />submitted appears to he acceptable. <br />Please contact me at (651) 6fM-4863 if you have any que.stjons regarding this matter. <br />Yours verv truly, <br />BONESTROO, ROSENT.. A>fDF.RLIK & ASSOCIATES. INC <br />Tom Kellogg <br />Cc: Greg Gappa, City of Orono <br />2135 West Highway 36 • St. Paul. MN 55113 • 651*636*4600 • Fax: 651*636*1311 <br />.1* <br />. * <br />M <br />I * <br />• • <br />I <br />I* <br />‘•* <br />4. <br />-•I <br />•I <br />.1 <br />*• <br />i»* <br />i